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Materials for engineering, 3rd Edition - (Malestrom)

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Composite materials 207<br />

τ<br />

r<br />

P<br />

P – dP<br />

dx<br />

6.17 Element of fibre in Fig. 6.16.<br />

As shown in Fig. 6.18(a), the stress in the fibre increases linearly from each<br />

end, reaching a maximum at the centre of the fibre, where x = l/2.<br />

With increasing length of fibre, the maximum stress carried by the fibre<br />

increases until it reaches σ f<br />

*<br />

when fibre failure will occur. The distance from<br />

one fibre end to the point of maximum stress is known as the ‘transfer<br />

length’ (l/2) and, <strong>for</strong> the whole fibre, the critical transfer length (l c ) is required<br />

to achieve a stress of σ f * . Figure 6.18 shows the variation of tensile stress in<br />

a fibre as a function of fibre length: if the fibre is shorter than l c , σ cannot<br />

reach the value <strong>for</strong> fibre fracture however much the composite is de<strong>for</strong>med.<br />

The critical aspect ratio <strong>for</strong> a fibre to be broken is thus:<br />

l<br />

d<br />

c f *<br />

σ<br />

= 2 τ<br />

max<br />

and only by using fibres much longer than l c can the full strengthening<br />

potential of the rein<strong>for</strong>cement be achieved.<br />

Stress in fibre (σ)<br />

σ f<br />

*<br />

σ f<br />

*<br />

I<br />

(a)<br />

6.18 Stress along fibre (a) l < l c and (b) l = l c .<br />

I<br />

(b)

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